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Home My WebLink About96-5621 /' BUILDING PERMplerlmo.tlfl!- T56216' CITY OF ZEPHYRHILLS . (813) 788-6611 Date ;;l" ~ --7 fJ ~o ~ ELECTRICAL PLUMBING MECHANICAL ~' , f$~ ~.te<conn P,"pertyOwn.. -~ ~/l ~ tX/J,A? .":Mete, Job Address: ~-3 'f?, T,I.F. s. Parcell.D. # Sewer Conn Zoning: Description of Work Energy c~ ~ /u/-IAtJ ,tI. t;4as: - . MJ7J( ~ FINAL .k. NO OCCUPANCY BEFORE C.O. Complete Plans, Specifications and Fee Must Accompany Application. C.O. All work shall be performed in accordance with City Codes and Ordinances. City License Registration # State Certified License# /G~7 . Permit Fee Signature Company. Address TelePhone#"h r2- ~ Kf .3 Inspector Valuation or fl- . 0 Ci> Contract Price ~ .~ Or) - PLU M Ftr. Pre SLB Lintel FRM. Insul. CL WL Tp. Servo Rough In Meter Can Const. Pole Pool Pre-Meter Final SLB Tub Set Water Sewer Final Breakers Ducts Insl. Compressor Final Driveway REINSPECTION FEES: When extra inspection trips are necessary due to anyone of the following reasons, a charge of Fifteen and 00/100 Dollars ($15.00) shall be made for each trip for each trade: a. Wrong Address b. Condemned work resulting from faulty construction. c. Repairs or corrections not made when inspection called. d. Work not ready for inspection when called. e. Permit not posted on job site. f. Plans not at job site. g. Work not accessible. The payment of inspection fees shall be made before any further permits will be issued to the person owning same. /" 'rllpllanl Page No of . '~f1.~ ,,,, -s..~._;..~ ,. Lie # RR005111.2 ~ @@Q)JLf[X]@:~rm BUILDERS 4't07-J3'eaeeflfU--L-N, · ,3:,>-.:!~ 'I Sd" 5Y c"j Zephyrhills, Florida · (813).-1S8-.:tBS9 .....~,~~:--:...-- PROPOSAL S~B"lTnO TO !'/~1 :(/(--( STRUT < ! Z (-/ fl' /.> ./ CITY STAT[ .NO liP CODE . / / ,..j... c. / ,I f,) ei -, I PHONE lo.n / , .-':>/,><.;/'7/ .::.-/ ~- '::' / Co /4' u-(} JOB N....[ JOB I OC' TlON '.-.' 4' '1"!' A,RC~ITfCT I I'J f .' I .I j' j " <'. . /< '~ I OAT[ OF Pl..NS .---. I JOB PHONE We hereby submit specifIcatIons and estImates lor ..~-> j ( / .:) x ,r ") ',j '5 C,,' {' f'1'/";-j /1 J /-() r ct... cJ/"L/ 3tr:)Y,l ,x.. 1ST} /'-' <} .5 I /4 j:;.",; r, ( l \ \JJ t.\ ~ Dr lfcoposr hereby to furnish material and labor - complete In accordance With above specificatiOns. for the sum of: Payment to be made as follows dollars ($ .-,:}.S d C) \":f'-() All mater..l t' guaranteed to ~ ., specifIed All work to be completed In II workmanlike manner according to SUnd.rd practIces Any aUeratlon or deViatIon Irom above ~p@'c"lca tlons In\fohflna extra colts Will be executed only upon written ordf'r'!l, and Will b~Cf)m~ an extra charge over and above the estlm.te All agrrrmrnh contingent upon '!lfnke'!l aCCIdents or dellY' beyond our control Owner to carry 'Ire, lorn"do and other nrcessary Insurance Our workers are fully covered by Workmen', Com~n>a"on In'iour3l'1Ce AuthorIZed Signature /' ...... ot: ",.~ .~/ " ,/,/ -;?/ i / :t-" '."7.Z. -::.' " ~ / -'.' /- ./ /,- <~'"3---" ,/ '. /'" -""Note ThiS p;opOsal may be wlfhdra~ by us If not~cePted Within .1 Ii . " il /' Arrrptanrr af Jlrapnsnl - The above prices specificatIons and conditIOns are satisfactory and .He hereby accepted You are authorIzed to do the work as specified Payment will be made as outlined above I~ Date of Acceptance ,- \ ,i Ii' // "i.'.lr,/,. ,,; /If' / Slgnatu;.ll(",\.1' ~/ {.." '-.-.i -{ 1 / f 1/ " / ,1>1 i l' &/.~'f'}:"-1~l/ I ! Signature / / r I DATE: dl-/~b/qb TO CITY OF ZEPHYRHILLS BUILDING DEPARTMENT: SUN STATE ALUMINUMJ INC. 37528 S.R. 54 WESTJ ZEPHYRHILLSJ /J- F L J 33541 A UTH OR I Z E S : ------Z1A1-L~fL)'1?L.t-~C------------- -----------______-C...~~.:c.!..J4.\. )cL:-~.J~L~..sL~~::s:~______________________ TO USE OUR ENGINEERING PLANS FROM WILLIAM BENNETT. SUN STATE ALUMINUMJ INC. ----------~~~~~~~-------- j \/q 0 Z I '1- "--Z 93/ ,,( , '\" . ".,' (-;~,.:..'~~':',.:'~:.<)>~,:":;,<;:" APPLICATION FOR PERMIT CITY OF ZEPHYRBILLS BUILDING DEPAR'llIENT OWNER'S twm J tt>><: 1 w \ ( b e.~ OWNER I S ADDRESS ..3.1 ~ Y; tf & Ave r JOB ADDRESS7.-erl,.t. //.1' ~fF ~ {~/1 (~ LEGAL DESCRIP'l'ION: LOT(S) BLOCK PHONE .7 j> ;2.. - 07/ f" SUBDIVISION PARCEL I. D.' (OBTAIN FROM PROPERTY TAX NOTICE) WORK PROPOSED:~ew Construction ---..Addition --..Alteration _Repair _Install _Sign ---..Hove _DeIIOlish PROPOSED USE: _S~eF_ily ---..HIF _' of Units --1IIH _~ercial _Indust. _Swia. Pool _Other _Restaurant & Health Departaent Approval DESCRIP'l'ION OF WORK: ~~'J.~ _ ':;;~:J Pof2cIJ- BUILDING SIZE: /2 X ~. ~dl.:> Square Feet. Jr Height RESIDEIJTIAL: ArrACK (2) PlOT PLABS & (2) SETS OF BUILDING PLANS & (1) SET ENERGY FORKS. COMMERCIAL: ArrACK (3) SETS OF BUILDING PLANS & (1) SET ENERGY FORKS. PROPERTY SURVEY REQUIRED FOR ALL NEW CONSTRUCTION. PERMITS REOUESTED ~UlLDING $ .. Valuation of Total Construction _ELECTRICAL AMP Service Florida Power Corp. W.R.E.C. --1IECIIAlIICAL $ Valuation of Mechanical Installation -PLUHBING GAS ROOFING SPECIALTY TYPE OF CONSTRUCTION: _Block _Fraae _Steel Other FDlISBED FLOOR ELEVAnONS: Fl. IS PROJECT IN FLOOD ZONE AREA? .......................................... YES NO BlITlJ)ER CONTRACTOR SECTION mHPAR<;'~ fv/~S State Cert. Qr Regist. . City License Registration' / C;..:z. 7 .......................................... RT.RCTRICIAB COMPANY State Cert. or Regist. . Sian~ture City License Registration . .......................................... PLDHBER COMPANY State Cert. or Regist. . Signature City License Registration . .......................................... IlECllANIGAL COMPANY State Cert. or Regist. . Signature City License Registration , .......................................... OTRRR COMPANY State Cert. or Regist. , Signature City License Registration , .......................................... APPLICAnON APPROVED BY PERMIT OFFICER. CONDITIONS OF PERMIT AFFIDAVIT A. NOTICE OF DEED RESTRICTIONS 'l'be undersigned understands that this perlit laY be subject to "deed restrictions" wbich laY be lOre restrictive than City regulations. 'l'be undersigned assUles responsibility for COIpliance with any applicable deed restrictions. B. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES If the owner bas bired a contractor or contractors to undertake work, they laY be required to be licensed in accordance with state and local regulations. If the contractor is not licensed as required by la", both the owner anel contractor .y be cited for a lisdelleanor violation under state law. If the owner or intended contractor are uncertain as to wbat licensing requireaents .y apply for the intended wrk, they are advised to contact the City of Zepbyrbi.lls Building Departlent, (813) 788-6611. FurtherlOre, if the owner bas bired a contractor or contractors, he is advised to bave the contractor(s) sign portions of the "Contractor Sections" of this application for wbich they will be responsible. If you, as the owner sign as the contractor, you are indicating that you, rather than the contractor, are responsible for the work. If the contractor wisbes you to sign as contractor that laY be an indication that be is not properly licensed and is not entitled to pertitting privileges in the City of Zepbyrbills. C. TRANSPORTATION IMPACT FEES AND UTILITY CONNECTION FEES D. CONSTRUCTION LIEN LAW (CHAPTER 713, FLORIDA STATUTES, AS AMENDED) I certify that I, the applicant, bave been provided with a copy of 'Florida's Construction Lien Law - JIoIeoImer's Protection GuideR prepared by the Florida DepartJent of Agriculture and ConsllleI' Affairs. If the applicant is soteOlUl other than the Rawner", I certify that I bave obtained a copy of the above described dOCUlllllt and prOtise in good faith to deliver it to the "owner" prior to cOltellceaent. E. CONTRACTOR'S/OWNER'S AFFIDAVIT I certify that all the inforaation in this application is accurate and that all work will be done in cQIPliance with all applicable laws regulating construction, loning, and land develoPElt. Application is hereby lade to obtain a perlit to do work and installation as indicated. I certify that no work or installation bas ~ced prior to issuance of a perti t and that all work will be perforJed to teet stanc1ards of all laws regulating construction, City codes, loning regulations, and lanel developaent regulations in the jurisdiction. I also certify that I understand that the regulations of other governtental agencies laY apply to the intended work, and that it is IJ responsibility to identify wbat actions I lust take to be in eotpliance. Such agencies include but are not lilited to: I DepartJent of EnviroDlental Regulation - Cypress Bayheads, Wetland Areas and Environtentally Sensitive Lands, Water /Wastewater 'l'reatJent I Southwest Florida Water Hanagetent District - Wells, Cypress Baybeads, Wetland Areas, Altering Watercourses I ArtY Corps of Engineers - Seawalls, Docks, Xavigable Waterways I Departtent of Health & Rehabilitative Services, EnvirODll!Jltal Health Unit - Wells, Wastewater 'l'reatJent, Septic 'l'ants I US EnvirODlental Protection Agency - Asbestos abateaent I also certify that, if fill laterial is to be used in Flood Zone "A" or 'A,etc.", it is understood that a drainage plan addressing a 'eotpeJlSating voluteN will be saitted wbich is prepared by a professional engineer registered in the State of Florida prior to perlit issuance. A perlit issued shall be construed to be a license to proceed with the work and not as authority to violate, cancel alter, or set aside any provisions of the technical codes, nor sball issuance of a perlit prevent the Building Official frOl thereafter requiring a correction of errors in plans, construction, or violations of any code. Every pertit issued sball beeme invalid unless the wrk authorized by such perlit is COII8Ilced within six IOnths of issuance, or if work authorized by the pertit is suspended or abandoned for a period of six IOnths after the tile the work is co.enced. One 90 day eJtension of tile, .y be allowed for the pertit with fee charge of $15.00. 'l'be extension sba11 be requested in writing to the Building Official. An approved inspection lUst be logged during each sixlODth period, or the project will be considered abandoned. WAIUUXG 'l'0 (MfER: YOUR FAILURE 'l'0 RECORD A XorICE OF COIlMIJIClllBtf'l' HAY RESUL'l' IN YOUR PAYlXG 'NICE FOR IHPROVIIIII'l'S 'l'O YOUR PROPER'l'Y. IF YOU IJf'l'BKD 'l'0 OB'l'IIX FIWCIXG, CONSUL'l' IU'l'H YOUR LBIIDIR OR AX A'l"l'ORIIY BEFORE RBCOHDIXG YOUR IfO'l'ICB OF COMHENCEHEtf'l'. JOBS UXDIR $2,500 IX VALUE 00 xor NIID fO RECORD AXD POS'l' A "NO'rICE OF COMMIXCIHIII'I'. SIGlfAfURE: amR OR AGBtf'l' ~~~ S'l'A'l'E OF FLORIDA coum OF The foregoing instrument was acknowledged before me this , 19____ by S'l'A'l'E OF FLORIDA coum OF The foregoing instrument was acknowledged before me this , 19_____ by who is personally known to me or who has produced as identification and who did/did not take an oath. who is personally known to me or who has produced as identification and who did/did not take an oath. (Signature) (Name Typed, Printed or Stamped) NOTARY PUBLIC (Signature) (Name Typed, Printed or Stamped) NOTARY PUBLIC N~~JC\{.WILBERT - ~3flriY:~~~s :<30LFC()U. RSE~ _J-.!/)i. . ~~~-#. . t...EPHYRH1LL -- n_ C I --- (813 ' 8, FL 33540 _.u__.-' - \ -- . . 782 0714.~- --~- . .~I_.:"t~fI.~t,'". I rz'\ 50' SAlte..~V)e r:l --J:) \ .uv....,- I Q Y' C Y). /' ,~-;I -'. -.- / - I3w-l~, - I' cj _ 10 (, II ED(;( BEAM fRONT ANO SlOe: BOTTOI.l RAlLS UT AOlED TO CONeRE T! WI TH 1/."x2 1/.. MASONRY QIJICK seT o S' fRCt.l EAOl POST ANO 24. Q,C. ,;cAX. ANO wAllS A lolIN. I" fROl.I E'DCC: ~ CONCRE T! 1",a"xO,0+4" OPEN BACK ATTACHED TO fROOT POST \lIlTH 110 x 2. $US t.fAX. 5. FROt.I EACH PlJRllN .'.NO 2." O,c. SlOE WAll HEADER A TT ACHEO TO ," x 2. x 0.0<<" OR SE:TTER WITH I.4JN. 2 ,,0 xII /2" S1AS SlOE: WAll PlJRUNS ATTACHED TO I" x 2" x 0,0<<" OPEN BACK 'MTH l.4lN 2 "0 x 1 1/2" $US IN SCREW 8OSS€S fROOT WAlL F'\JRUN TYPICAL CORNER DETAIL . - '/4",,4" LAG 80lTS ~ '11/ 1 1/4" FENOER WASHE~ L' P(R 4' f'ANEl ACROSS 11-lE ,,' fROOT AND 24" O.C. Al~G SIO€S (WAlK-ON) 2. x 2" OR 2" x 3" HOlLOW Q/ --- SU: SPAN TABU: HEADER P / CHAlR RAIl AND KlCK PlA T! rxz."O,0+4" HOLLOW RAll POST ATTACHED TO 60TiOU~ " '11/ t./IN. J "0 x I 1/2. ____ IN SCR!W 80SS(S -.-- 1/4" x 2 1/." I.IASOORY "', ", ,'''',: .. ANCHOR 0 6. FRa4 EAOi " , POST ANO 24" O.c. !.lAX. TYPICAL UPRtGHT DETAJl AlULIlNUt.f CQ~R OR J. STRUCTURAl INSULA T!D ALUI.4INUt.f HEADER ATTACHED TO POST 'N/I.lIN, 2 "0 " 1 1/2" IN ~ BOS:xS 2",a", rd", OR 3",a" HOlLOW seE SPAN TABUS fOR SNAP EXTRUSIONS CHAIR RAIL A TT AOlED TO POST 'II/ ~IN. 2 "0 x , 1/2" S1AS IN $(;R('It 80SS€S I" lC r x 0.0+4. OffN BACK BOTTOU RAft. 2'x SE:AM S(( TA81E 4 OVERHANG VARtE:S + -r 2' -0" loCAX. Y lUX. . ti" 3 1/2" SlAB ON l.mJiT 1"x 2" -l CRAD€ OR RAlS(O LENClM rOOTING VARIES NO t./AX. ELEV, SlA OR ON GRAO€ Ti'P1CAl GlASS RQOI.A WITH saJD RQO(. T'r?1C"l FRWT 'viEW fRAMING . (HElCHT ~ UPRlCHT is I.lEASUR(D ~ TOP ~ 1"><2" ?LAT'E TO 8OTTCt.l OF WAll 8()J,l) rlC__ Be:Alol ANO COlUloCNS !.lAX. COlUlolNS. SP ACING :xE TABLES w 0:: ~ ..... U ~ 0:: ..... v> o z ;:: '" x w ~2 O,H ALUMINUt.f PANEL CO~R _______ fJ TYPICAL GLASS ROOM ~ NOT!S: 1. AN010R I" x 2" QP(N BACK EXTRVSlON WITH TAPW-I 1/." lC Z 1/.' LENGTI-l OR EQUAL l.W(, OF 2'-0" 0, e. ANOiOR TO WAU 'MTH I l/r lID S1AS 'MTH WASHERS 2'-0. O,C. SPAaNG ANOiOR SE:AU AND COlUMN KNEt: SE:AM WITH ANCHOR ClIPS AND ,,0 SCREWS AND WASHERS 2, 1.l1N. stAB 1l-1lCl<NESS rOR stAB ON GRADE IS 3 '/2. CONCRET! :>. seU:CT fROOT WAll aEA!.I fROW TASU: USING LARG€R 'A' V,ALfJ( Of' '11/2 OR '11/2 + Q,H, 4. "f(" is ClEAR OtSTANC( f'ROlA HOST STRVCTUR( TO fROOT '''"ALL 6EAU ~~NUW A;~:~) ~~ 2" lC - EXTRlJSlON P(R T~--- .,.- 1 VARIES ANOl~ ," lC r .0,0<<" PLATE TO CONCRETE WITH 1/4' x 2 1/2" CONeRET! ANO-tORS WITHIN 6" OF EACH SlOE: or EACH POST 0 2." Q,C. MAX. ~ JliRO(J~ ANGlE 0 2." O.e. loW(. WIN. 3 '/2' SlAB 2500 ~ CONC. 6,.0-10,.10 W.W.lA. OR Fl&R WESH J "0 lC. l' SI.IS INTO SCREW SlOTS ," x r EXTRUSION 1 1/8' t.I1N. IN C~TE (~POST TO BASE AND . \\r ' ,. _ ,.. , J. "" ,. "'" POS r ~ x 2" .0.0-404" PlAT! TO CONCRET! WlTlof 1/." x 2 1/2" C~CRnE ANOiORSIII11-lIN 6" OF EACH SIDE Of' EACH "OST 0 2." Q,C. lAAX. OR 11-lROOCH ANGlE 0 2." O,C. !.lAX. t./IN. 3 1/2. St.A8 25<)0 PSI CONe. 6,.o-10xl0 'H.-N.M. OR F1~R lAESH POST TO BEAM DETAIL 2" x 2. lC 1/8" ANetE EACH SlOE: ATTACH TO POS T AND CONCRE T! AT LOAD ~ARJNGNALL WITH 2 110 x 1/~ SMS EACH SlOE ,. x 2" ExTRUSION 1 1/8. loCIN. IN CONeRE T! ALTERNATE POST TO BEAM AND PLATE TO CONCRETE DETAIL .3 1/2" C~TE stAB 6x6 W.W..F, OR FlBER l.IESH ~T! =f 3 1/2'" ....IN. ~Sl)JENE VAPOR SARRfER UNO(R SlAas HAV1NG STRVC11.JRES AOO~ WEll CQWPACT!D Ct.EAN f'1U O~ SACRlf1CED ~ NATUR....l SOIL ~ RUATl'J€: O(NSlTY CONe. FlLliO BlOCK ST!IA WAlL 8x8,,16 a..U ~x'Z" CONC. rooTlNC WITH I 15 CONT, LOCA T! ON UN04S11.JR&D NA TUIW. SOIL 1 15 VERT, AT ~ERS AND 010'-0' o,c. RAISED PA no FoonNG OPTIONAl CONCRETE CAP BLOCK OR 6RlCl< -----.. , 14 BAR CONTINUOOS ANOlOR ALU1.AINW rRAME TO WAlL OR SLAB 'MTlof 1/."x 2 1/2" TAPCON OR EOUAL 6- TAPCON SmE OR ---- \AAXlI.lUl,l DIITERENllAL IN SOIL HEICl-l T 8. x 8" x 16' BLOCK WAll DEa< OR GRQf,JND L VL. , ,. BAR AT CORNERS AND .' - o' 0, e. FlLL CELLS AND KNOCK OUT BlOCK TOP COURSE 'III TH 3000 PSI PEA ROO< C~CRE-;r 2 IV BARS ....iN, 2 1/2' orr GCROUNO KNEE WALL FoonNG FOR SCREENED ENCLOSURES 0,019' ALUMINW CQ~ PAN OR CQNTINUOOS RlGlO INSUlA TI~ ~ 18 x 5/8. CORROSION RESISTIVE WASHER HEADED SCRf;WS 0 2." o,e. AL T'El'NA T! 18 x 5/8" $US w/ 1/2' DIAMETER WASHER. W L TYPICAL PANEL NO T!S:. l. iNSTALL RIGID rOAM INSULATION INTO ALUI.4lNUU RQO( PAN. 2. CO~ INSUlATION WITH Q,019" PROTECTOR PANEL \lIlTH OVERlAPf'lNG seAMS. 3. IN$lJLATIQN PANEL SHALL BE: ClO$ED WITH ALUMINU'" END CAP TO :XCURE PlACEMENT AND TO DISCOURAGE THE NESTING OFMLOUF! AND OR INS(CTS, 4. PROT!CTOR f'ANEL WILL 8E :XClJREO BY ,a x 5/8" CORROSION RESlSTI'-I€ WASHER HEADED SCREws. 5. SCRfw PATTERN WIlL Be: 12" ~ ,ALL PE?I....ETERS AND 24" O.C, flELD ON EAO-1 f'ANEl. 6. ALUIolINl.,;M ENO CJ>.P W1lL SE ATTACHED 'MTH 3 18xl/r CORROSION RESlSTI~ WASHER HEADED SCREWS, 7_ seAL ALL SCREW HEADS WITH CAUU<1NC, r ASTENEO DE T'ERMlNED eASED ~ CQNSTRUCTIOO ~ HOST STRUCTI.JRE P AN OR CQl.t?OSl T! f' ANEL5. use CCRROSION RESlSTI~ SCREWS. PANS ANCHa;:(D w/ "OX1/2. 0 3/pAN INTO RECEIVING a-iANM:L -'NO 1 "Oxl/2. 0 RICCE CAP CONNECTION TO REctJVlNG CHANNEL. CQl.tPOSlT! PANElS u'X: ,/.'x (+1/2" WITH 1/.' WASHERS SCRE'N THROOCl-l RECilV1NC OlANNEL FROW TOP CAULK ALL CONM:CTlONS. HOST S TRlJC TI.JR( OR FASCIA CONNEcn~ REQUIRED . (SEt: O(T All) ~ EXTRliDED OR 8REAJ<lAET AL HEAl)(R 0.OJ2' MIN. CONNECT10N TO HOST STRUCTURE HOST STRlJCTI.JRf OR FAaA ok SU8-FAaA CONNECOON REQUIR(IoIENTS r~ VARlOlJS LOAD CONomoos lOAD CONOITlONS WINO VELOCITY LOADS DEAO + U~ LOADS GtASS ~S HOST STRlJCT1JRE: 100 loCPH 110 loCPH 120 loIPH 221/$1' 321/SF 571/$1' 1. CONCRET! 1/4',,1-1/8" CONCRETE SCREWS 0 12" O,C.------>2 0 " o,e. 2, WOOO fRAME 1/4'x2" LAC SCREWS 06" 0,C.------------>2 0 ,. O,c. SCR(EN. VINYl.. AND CARPORTS HOST STRl.JCT1JRE 100 MPH 110!.tPH 120 l.IPH 221/Sf 321/$1' 571/$1' 1. CON~T! 1/.",,1-1/8" CONeRETE SCRE'N$ if 12. 0.c.------>2 0 I' O.C. 2. WOOO fRAME 1/.",a" LAG SCREWS 0 lr 0.C.----------->2 0 l' O.C. NOT!S: VtQOO STRVCTURES SHOOLD CWNECT TO TRUSS BUTTS OR THE sue FAaA F'RAlolING 'M-iERE POSSIBlE ONLY 15~ OF $(;R('"I$ CAN BE OUTSlOE 11-lE TRUSS BUTTS/SU8 FAClA AND THOSE: AREAS SHAlL HAVE: DOOBlE ANOiORS ALL SCRE'N$ iNTO 11-iE HOST STRtJCTURE SHALL HAVE ....IN 1-1/4' WASHERS OR SHAll BE WASHER HEADED SCREWS. NOT!: NO roonNG REQVIRED EXCEPT '~EN ADDRESSING EROSION 2'-0" WIN. \MN. 2500 PSI CONC. W/ SEra;:( SlOPe: ox<3-10xl0 w.", !.CESH OR ~8(R l.4ESH r1'P1CAL " J 1 15 BAR CONT. 1 I. BAR CONT 3 1/2- .8"~' ~ -~_ ~~';( /,'~. ~ /<Oft; f'Q;llt _ CO<O'(Tl oocs 1.. '8' 8'1 NOl Of:<lUt1( .Il( WESH ' + rLAT SlOPE / NO .oonNe I.l00ERAT! SlOPE rOOTiNG STEEP SlOPE rOOTING a - 2'/12' 2"/12" - 1'-10' > 1'-10' SLAB DETAILS ADDRESSING EROSION J08 NA\4E ADORESS ~ v> Z <O~ ~ -~ :2 iX~ fS;i ~ ",,3 ~a. v> ~~ -<0 0 o~ "l ~ ~~ OVl 8:_ w 13 ""Q v ow ~3 8 ~ ~,:: ~o u::> VlzVi wj 0 ~ ~~8 ~w"l 8 ~~ ~iXv 0~r :5 ......b o<(~ !l:uO al Zw ~~J ~a:~ ;t 'i~ v>~~ffi~:iia ~0 Z <5 "'I=I1.W ~v>.... ~0_ -< wu ~~w -<88 Z O~ OJ~ O::>g;J <( "':ii w-< ~du ~ii'i ~~~ ti~~ g ~~ N...) Q) O)..J UJ..J 0:<( ::>~o: 8..J~ ..J>O oz" z-..... UJ> ......Q Z ..J wzO UJLUO) O:UJ 00: 0)0 0) ~ B ~~ ~~ [g8 ~~ ~~ 0.. <'4.... ~~ I"'l~ l.'.!J;> <( r!. w g~~ @ :3____~ @~ ii~r!. @~OJ .01<0 r.II ~ ~ ~.......... -.:;;>z~~w~ ~g:3~e .....11. ~~:3d~ 11.11.......... q]@j ~ F"RAMf:: ANO AlIJUlN UIA $CR(EN, VINYl. ~ CUSS WAlL S€:E DE:TAlLS se:CTION 2 OR 5 o C(N Tffi LEDC(R PIER @ 2',ro' JOIST HANC(R EACH ENO @ SRlOONG 48' O.C. HOST STRUCT1J~ 5/8" Pl YWO(;Q F AC€ CRAiN PER?tNOICUlAR i TO ..oST I NO TE: 1. AlL WAlL FRAM1NG 16' O.C. (EXC(?TION: 24' O.C. FOR WOOO STORAce:: ROOU) 2. PIER POS r CAN BE Bot.. TEO TO SlAB OR CCtHINUOOS FOOTER OR HAl;! ISOlArEO CON~ETE FOOTER ~CH PIER SEE Q€TAlL Al TERN" TE PT PINE POST lEo(;(R SlJW<lRT NOTE: CENTER S'iRINCC::R REOOIREO ONLY If' DE?~ Of' DE:C!< EXCEEDS 10' HURRICANE ANCHOR EACH JOIST TO C(NTER STRINC(R TYPICAL WOOD DECK ,axl' WOOO SCRf:WS W/ 5/8' WASHERS 3 PER ?ANEI. / ALUIAINUI.I Cl)I;!R (s(E CWNECTION TO HOST STRUCTV~) \ 2'x.' sruos 2 INTERNAL. L's OR RECElV1NG CHANNEL - 2 1/.' OlMlET'ER 8<<. TS EACH ANCU: . 110><1 1/2- $US EACH ANQ.E 2-x.' rOP F>tA TE P. T. PINE " -- HURR\O.N€ ANCHOOS AND Al TERNA TE sruos TOP AND 8OTTQI.l APf'RO'-t:O $ICING AS REQlJ1~O 1/4.x3- 8<<. TS OR T -8<<. TS INTO CONe. StAB 0 2." O.c. w/ I/S-xl 1/2- WASHERS +-. 3 1(1' t- s AlUMlNUt.I BEAW F"RAiAlNG INTO CORNER Of' WOOO f'RMjEO UTIUTY SHED DETAJt ________ P. T. 2"x4' t 1/.'x2' LAG 8<<.T 2 PER POST 1'><2- TOP ANO BOTT~ PLA TE. SCROI 2' O.c. POST 2-x2"xO.044' EXTR. 110xl 1/2' SCR(WS 3/ POST t.1IN. TOP AND Bor. 1/.' ><2- LAG 8<<. T 2 PER POST 1/4" lliRV BOt T (1) AlUYINVY CASTING POST 3'x3'xO.12S. 1/." I.IASCt<RY AN010R 2/ POST INTO CON~ETE SCREEN RQC.l.i 2 0 POS T ANO 2'-0- O,C. 1/.' '-IASONRY ANCHOR 2/ POST iNTO CWCRETE $CRUN Rool.I 2 0 POS T AND 2'-0" O.C. ALUMINUM SCREEN ROOM UNDER WOOD FRAME PORCH ALUMINUM CONVENTIONAL CONSTRUCT10N PORCH POST CONNECT10N E?S WJ.U, ? ANEL 3/4' Pl~ OCO< / 1 1/2' " 3- " 0.090" RECEIVING CHANNEL ,,0 x 1/2' 5.lA,5. 0 6' O.c. "'IN. 1/.- " 1 1/2- LAG SCROt w/ 5/8" WASHER 0 24' O.e. COMPOSITE PANEL WALL TO WOOD DECK AlI.;UINUI./ POST s(E TABlE 3/4' Pl Y'NOOO OE:C!< '" -- 8<<. T SEE T A8LE --- u-cuP LAG SCREW SE:'E TABlE POST TO WOOD DECK 3/4. Pl Y\llOOO DE: C!< LAGSCR(WS SEE TABlE l' x 2' CHANNEL LAG SCR(WS SEE TABlE SCREEN ROOM WALL TO WOOD DECK Al TERNA TE POST: TO 'MXJO OE:C!< ~ SE:A.W .' x 4' P.T.? "'" ~ / fOR AlUI.lINUl.4 Rea" 1'4 o o VlRG1N SOIL is 16'x16-x~" CONe. PAD o 80 LBS, 2500 PSI CONCRtTE iQ) REPlACm SO4\. () 1/4.><2 1/4. EXPANSION BOlT 2 EACH PER SASE ISOLA TED FOOTER ~ AllOWABLE lOADS ANO MAX. LOAD AREA FOR AN010RS ANCHORS iNTO WOOO FOR OPEN BV1LDINCS AllOWABlE lOAD / 1.IAx.. lOAD ~A (5...) 0 120 I.I.P,H. WINO LOAD I ~ AN010RS 1 2 3 Ol~ETER AN~ e:l.I8(O~ENr 1/.' " I" 26-4//13 5... 1/.. " 1 1/2- 396//19 5.f'. 1/.' x 2 1/2' 66D1/31 S,F. ~/16- " I" 312//15 5... 5/16- " I 1/2' 408#/22 S,F. 5/16' x 2 1/2'" 780//37 S,.. 3/8' " l' :/SQ1/17 s.., 3/8- " 1 1/2" 53~1/25 S,., 3/8' x 2 1/2'" 890//42 SF 4 ~281/25 S.f', 792//38 5... 1.320//63 5... 624//30 s... 9301/~5 S,F. 1.500//74 S,.. 7121/~ s.f'. 1.0681/51 S,;. 1.7801/85 S,F. 7921/:sa S... 1.~I/5<:J 5.f'. 1.1881/57 5.;. 1.~//75 S.F. 1.9eel/94 S,F. 2,6~1/12f> S.f'. 9301/~ 5.;. 1.24e1/59 5.F. 1.404//67 S.F. 1.8721/8'9 5.F. 2.~'/111 S.F. 3.1201/14a 5.f". 1.0681/34 S,f', 1.4241/68 5.f'. 1.6021/76 S,.. 2.1301/102 S,f', 2.6701/167 S.;. 3.~1/169 S,f'. ANCHORS iNTO CWCRe:TE FOR OPEN 8IJl104NGS AllOWABlE LOAD / MAx.. LOAD AREA (S...) 0 120 !.t.P,H, WINO LOAD I ~ ANCHORS 1 2 3 4 OlMlETER ANCHCRx EM8(O~ENT 1/." x 1 1/2. 7571/30 S,F, 1.5141/39 S.. 2,271//108 S,f'. 3.028//144 5.F. 3/8' x 1 1/2" 1.0501/5<:J S,. 2.114//53 S". 3.1711/151 S.f'. 4.228//201 S,F, 1/2" " 2 1/.. 1.<<:31/69 S." 2.aul/137 S.., 4.3Z31/20l5 5... 5.7721/275 S.F. ~ROOCH 8<<.TS POST TO SE:AM F'OR OP(N BUILDING AllOWA8LE LOAD / MAX. LOAD AREA (SF) 0 120 I.I,? H. 'MNO LOAD I Of' ANCHORS 1 2 .3 OIAl.IETER ANCHORx (LENGTl-i - POST llilC!<NESS + 1/2) 1/." X 1+1/2" 2.35€I/112 S,F, 4,7121/213 S", 7.06131/3JQ S.F. 3/8' x 1+1/2'" 5.3001/252 5... 10,600//505 S,F, 1/2" "1i-l/2' 9.4261/449 S.f'. TABLE 1: !.lA'<. ROOf AREA FOR AlUMIN\JM POST FOR A HOUse:: PORCH FOR AlLOWABLE ROOF' AREA use:: "AREA" = S X (W/2 + O.H.) EXAMPlL "S'" '" r . 'N .'" 1 2'. &t O.H. + - 2' i1-1US: . ARf.A' . 50 SF POST T'r'?( 1.AAX. AlLOw. ROOf AREA FOR VARIOUS TYPE POST IN SF POST HGT POST I.AAX I 'NAU<ON UP TO 55 I/Sf' & 120 IoIPl-4 WINO L 3-x_3-xO.060'..RQL F'ORMED.._____________ r - 9' 8.760 167 J"'x_S"XO,06O"_SCALLlYECo______________ 10'-10' 10.000 190 3- x _.),,_0, 90' _ruSE:' _ 11'-10' 14.850 277 3-x_S"x 0.125- _TV8Eo__________ 11'- 8- 19.4~ 643 4."_4-" 0.125' _TV8€o__ 15'- 9' 26,190 499 o ALLOY 6063 r-6 .. ALLOY 3105 H16 3- >< 3' AlUM. POST OR tb .' X .' P. T,P. POST IN GAlV. POST ANQ-lOR AN{) 4-1/.' X 2-1/4' TAPCW 3-1/2' SLAB 2 ~ SAAS EACH WAY J 12- 11 l.IAXlMUl.4 UPlifT 1 16'xI6' 24.><2.' .)0- x.30' POST TO CONC ETE PAD DETAIL POST TO SLAB DETAIL NOTE: NO FOOTING REOOlRED D:CU'T WHEN ADORESSlNG EROSION t-O.I./IN. lAIN. 2500 PSl CWC."'/ 8EFORE SliYE 6.6-10,.10 W:N, l.IESH OR F'18ER I.lESH T'Y?IC.AL ,vr~ "." ~ONTJ~~if" ~1E: faR lIt:SH COlCl<ETt OCiS .-..~ ~ T RE tJAAf 'MRE IAESH F'lA T SlCPE / NO FOOTiNG \,jOO€:PA TE SlOPE FOOTING STE~? SlOPE FOOTING o - 2"/12" 2"/12' - 1'-'0' > 1'-10' SLAB DETAILS "!'ODRESSING EROSION JOB NAME ADDRESS V'l V'l .... <3 .3 ~~ ~ Cl::S: ~ lil~ ~ii i5 "-'6 0..0.. ::;; ~!ti <0 0 ~ i5~ z 5~ OV1 01:i: i'3 ..,~ ~ \j 0'" ;'3 ~ ~ :r:r '" (5 ~ .,...... .. - ~ <.) ~ V1ZV'l..,,,,, <.:> Z ~0~8~ z-'" Bl88 <.)'j~ 9 ~'? V'l <':>~I 3....<0 o<~ ~<.)oco z,,-, zco"" o:;:j- wo <wi) =0..0 <I. ~3 :g~..J ffi?c~ ~ ~<.:> <':>V'l<S 0.. ;: 0.. UJ ~<.:>"" ~zO < "-'~ "-'ZW <6<.) z 0< o~~ ~::>~ < ~::;; 'i~1.o. ....d.... g xiii 1='00 .,..~,.., co :::~ ...; N ro1 Q) 2~ :;)z zUJ Q):i~ UJ:;)o. a:-J2 ~ <0 000 :>z, 0:< t; 0 ~ 0- 02 ~~ II. ~ B .... ~~ @~ ~a ~~ ~r! 0.. 1'4.... ....sI ~ I") l' I!.!.I > ~ f;; <0 @~ ~::.~ ~ I r:; r!. @ Cl: <:0 . '" <0 r.bi:::l~t5~.... \Jz....z~-:;' ~~gg~e ..J I-- W " ~cii5d~ <.) O"....t.. Sl-iEET # iJb __........J1I~I""\...'t V TABlE l' ~AXJ),jU'" SPANS F"OR STANOARD ALUMINIJU ROOf" PANELS ty , 3105 H-l' OR H-25 ALLOY WINO LOADS: ~T'3, S(;R!EN ROOl.IS, ANO OTHER OF'EN BUILDlNC'S O,H. CONDITION NO 0, H. I' O. H. 2' 0, H. 3" O. H. 1-1/'.",_0,020" 100 "'PH W. L r- f- 110 I.APH W. L S'- 120 I.lPH w, L. 5'-1' 1-1/"~0.032" 100 I.lPH W. L 1: 6: 110 I.APH W. L. ""-10' 120 I.lPH w. L ~ 1-3/4""'_0.020. r_ 5" 7'- I 100 I.APH W. L. "'_ a" ~'-11" 110 ~PH W. L ~'" '_ ." 120I.lPHW.L. 5-1 .. 1-3/4"x_O,032" 100 ~PH W. L 8'- ~ ~'- \l. 110 I.APH W. L. r-l0 8 - 1 120 I4PH w. L. r- I" 1- 5- 3"",_0,026' 100 I4PH W. L. lJ- ,!.: 'llJ,:,I~- 118 ~~ ~ 'c 1b':' S" 10'-11" 3"x_O,032" 100 MPH W. L 15'- ~ 1~'- ~ 110 t..fPH W. L. 13'-10 14 - 0 120 I4PH w, L. 12'- a" 12'-10" U'v1:: LOAD: ALL BUILDING l"'rffS O,H. CONOITION NO O. H. I' 0, H. 1-1/4"x_O,025" 20 I/sr L L r- 0" .30 I/Y L. L, 5'- 9" 1-1/4"",_0,032" 20 I/Y L, L. 8.- 3" .30 I/Y L L S'- 9. l-J/4"x_O,020" 20 I/SF L L .30 I/Y L. L. 1-3/4'",_0,032. 20 I/Y L. L. 8'- I 8'-10" 9'- 5" .30 l/Sf L L 7'- o. r- ," 8'- I" 3"x_O.020" , 1"'- ," 1 '.-10" ,.'- 0" 20 Ijy L. L. 13 - 3" ~.. oJ .. .30 I/sr L. L. 10'- 9" 11'- 0" 11'- 5" 12'- 4" foxl~lJ{ L, 15'- I" 15'- 2" 15'- I 16'_ 2" .30 I/Y L L. 12'- 3" 12'- 5" 12'-11" 13"- a" I, TOTAl ROOf' PANEl WlOTH ~ ROOU 'MOTli PlUS WAlL 'MOlrl PluS ~RHANG- 2. THE $MALLEST VALUE ty THE YclNO LOAD TASLE OR lliE L,L TASU: COV(RNS, TABlE 1: I.lAXl}./W SPANS F"OR STANOARD ALUWffilof ROOF' PANElS ty 3105 H-28 ALLOY WINO LOADS: CAAPORT'S, SCREEN ROal~ AND OlliER CffN BUIlDiNGS O,H. CONDITION NO O. H. 1 O.H. 2' O.H.3" O,H. 3" ,,0.026" l00!.lPH W,L 15'-11" 16'- I" 16'- 5" lr- 0" 11014PH '!Y.L 14'- 3" 14'- 5. 14'-10" 15'- 0" 120 ~PH W,L 1.3"- 0" 13"- 2" 13'- I 14'- 4" 3" "0,032" 100 I4PH 'N,L. 18'-10" 18'-"" 19'- 3" 19'- 9" 110 I4PH '!Y.L 16'-10" 10'-11" lr- 4" lr-l1" 120 t.lPH 'N.L 15'- ," 15'- 0" 15'-11" 10'- 6" U'A:: LOAl>. All 8Ulll)NG T'YPES O.H. CONOITION NO O.H. I' Oli. 2' Oli. 3" O.H. 3" ,,0.026" 201/SF LL 10'- I" 16'- 2" 16'- I Ir- 2" .301/SF LL 1.3"-'" 13"- yo 13'- a" ,,'- 5" 3" ,,0,032" 20//SF L,L 18'- ," 18'- 5" 18'- 9" 19'- 3" .30//SF LL ,,'-,,- 15'- I" 15'- 6- 16'- I" I. TOTAl ROOf' PANEl WIOlH - ROQU 'MOTli PlUS wAlL ...oTli PluS OVERHANG. 2. THE SMAlLEST VALUE ty lliE WINO LOAD TABlE OR lliE L.L TABlE GOV(RNS. TABlE 1: I4AXlt.AUIof SPANS f'OR INOUS1RY STANDARO ALU\.ClNlJl,C ~SlTE: ROOF PANELS 'N/3105-H14;H-25 ALUWINUIof ALLOY SHEAllilNG &c 1.01 E?S CORE 'MNO LOADS CARPORTS, SCREEN Jt V1N'Yl ROO4S, AND OTHER OPEN BUIlDINGS. O,H. CONOITION NO O,H, I' O.H. 7: O,H. 3" O,H. 3"" 0.026" 100 lAPH W.L 15'- ,- 15'- 5" 15'- 10" 10'- S" 110 IAPH IH. 1.3'- 9" 13'- II" 14'- " 15'- 0" '20 MF'H W,L 12'- 5" 12'- S- 13'- 2- 1.3"- 11- 3-" 0.032. 100 lAPH W.L. 16'- a" IS'- 9- lr- 2" lr- 9" 110 "'1'1-1. W,L 1"- 11- 15'- 0- 15'- 5" 10'- ,. 120 MPH. W,L 13"- I 13'- 9" ,,'- 2" ,,'- 10- 4"x 0,025" 100 lAPH w.L. 15'- 8- 15'- 10- 16'- 2" 10'7 10" 110 IoIPH W.L. 14'- 0" 14'- 2" 14'- .,. 15 - 3" 120 MPK w,L 12'- 10- 13"- 0- 13'- 5" 14'- 2" 4")( 0,032" loo",PH W.L. 18'- 8" 18'- 10" 19'- ," 19'- 7- 110 IAPH 'N.L. 10'- 9" 10'- 10" lr- 2- lr- 9- 120 MPH W,L 15'- 3- 15'- ," 15'- 9" 10'- 4. LM: LOAD (INClUDES 2 I/Sf' OOD LOAD) ALL BUlLDING T1'?ES 3'" 0,026" t21/SF 13'- I" 13'- 2" 13'- 8" 14'- 5. 321/SF 11)'- 10" 11'- o. 11'- o' 12'- 5' 221/SF 14'- 2" 14'- 4" 14'- 9" 15'- 5' 321/SF 11'- 9" 11'- II' 12'- 5" 13'- 2" 221/Sf' 13'- 5' 13'- 0" ,,'- 0" 14'- a" 321/SF 11'- I" 11'- 3" 11'- 9" 12'- I 221/S, 15'- ,,' 16'- 0" 10- 5" lr- 0" 321/SF 13'- 2- 13'- 4" 13'- 9- 14'- o' 1. TOTAL ROOf' PMEL 'MOTli - ROOY 'MOTH + WALL 'Mon; + OVERHMC, 2 11-IE '..ESSER SPAN OF" WINO LOAD OR U'A:: LOAD SHAlL GOVERN, 7'- S" 0'- S" 0'- 2" ~: ~: r- I" 7" - 3" 0'- ," 8'- 0" r- 0" r- ," 0'- O. 7"- 7- 0'- ," 3"", 0,0.32. 4'", 0,026" 4"" 0.032" 1: ,; 7'- l' 9'- 3- 8' ,.. 1'_I,'io !- ~" r- 9_ - 3 ,,' .,. e'f_ 9" 8"- 2- lJ'- ~" '1,;-: \" If- ~. 13 - 2' 12'- 3- 1~'- ~ 14 - 5' 13'- 3" 1""- 7" 15'- I" 14'- ." 2' O. H, 3' O. H. a'- I" r- 0" 9'- 2- r-l0. a'- ." r-l1" TABlE 2: t.lAX. ROOf" B€AiA SPANS F"OR CAAl"ORTS, SCRE(N &I V1N'Yt RQCf.lS ANO on;ER OPEN STRUCTURES w/ SOCIO ROOfS 6063 T-o ALLOY E)(AJ.If't(: F"OR SPAN.L" ON QRAYclNG U~ LO,f,O WlDTli - .w" /2 + O,H. 2." ,"" O.~" TIlT 6UJA: LOAD WfDTli - 14'/2 + 2'O,H. - 9. LOAD WlTli - 9'; LL 0 211/SF BE:AJ.t SPAN - 7'- 3- 6UJ,A SIZE BE:ALl SPAN F"OR DESIGNATED LOADS BE:AU LM: LOAD WINO LOAD LOAD wroTH 221/SF J2IISF 100 MPH 110lo4PH 120 lolPH 2"" 3-xQ,~" TIt. T BE:AU OR l"" 3")(0.050- EXTR\JSlON 5' 8'- I" 0'- I 9'- o. , r. ," 5' 0" a: 3" ~ 0':'0" 5': 0- r: 0" 8' 0'.;" 5. 5'- 2" 7'- 2" 9' 0'- 0" 4'-'" 0'- 9" 10' 5'- 8'" ,'- 8'" 0'- S. II' 5'- 5" ,'- 5. 5'- I" 12' 5'- 2- ,'- 3" 5'-10" 2"" ,"" 0.050"" TILT 6(Joj,I 5' 9'- 9" 8'- 0- 10'-11" 9'- 9" 8'-11" 6' a.-II. r- 3. 10'- 0- S'-1'. a'- I" r a'- 3- 0.- 9- 9'- 3- 8'- 3- 7- 0" a' r- 9" 6'- 3- 8'- 8- r- 9" r- 0" 9' EXAMPU; 7'- 3" 5'-"- 8.- ," r- .... 0.- a- 10' 0'-11. 5'- .,. r- 9" 0'-11" 0'- 3" II' S'- r 5'- 4" r- 4" 6'- .,. S'- 0" 12' 0'- 3" 5'- 0" 7'- 0" 5'- 3- 5'- 9" 2"" ,-x 0.04'"" 0.120'" S,I.4.6. ---------- 11'- 3------ 5' 17:-10- 10'- 5. 14'- ," 12'-10" 0' 11'- 8" 9"- 6" 13'- I" 11'- a" 10'- 8" r 10'-10- S'-10" 12'- I" 10'-10" 9'-11" 8' 10'- I" 8'- 3- ,,'- 4" 10'- ," 9'- 3" 9' 9'- 0- r- 9. 10'- a" 9'- 6" 8'- S- 10' 9'- I" r- 5" 10'- I" 9'- I" 8'- 3" 11' 8'- s. r- o. 9'- 8" 8'- 8- 6'-10- 12' 8'- 3- 5'- 9- 9'- 3" a'- J- r- o. 2"x s." 0,050." 0.120" $.W.6. ___________________ 5' 15'- 2" 12'-." 16'-11" 15'- 2" 13"-10" s' 13'-10. 11'- 3" 15'- 6" 13'-10- 12'- a" r 12'-10" 10'- 5" 1.'- 4" 12'-10- 11'- 8" S' 12'- 0" 9'- 9" 13"- 5" q'- 0" 10'-"" 9' ,,'- 3" 9'- 2" 17:- 8- 11 - 3" 10'- 4" 10' 10'- a- 8'- 9' p'- 0" 10'- 8" 9'- 9" II' 10'- 3" 8'- ," 1;"- 5" 10'- 3" 9'- ." 12' 9'- 9" 8'- 8'" 10'-11" 9'- 9" a'-\1" 2-xf" o,~-" ~V~"lW.6.,.._=_o.-____;3r:2..---1r::z..---,5'- a- s' 15'- 8'" 12'- 9- 17'- 0" 15'- 8- 14'- 3" r 14'- 6" "'-10" 16'- 2- 14'- S" 13"- 3- 8' 13"- r 11'- I" 15'- 2" 13'- I 12'- ," 9' 12'- 9" 10'- 5" 14'- 3" 12'- 9" ,,'- a" 10' 12'- I" 9'-11" 1.,3'- .,. 12'- I" ,,'- I" II' 11'- I" 9'- ~" 12".,.11" 11'- r 10'- 0" 12' 10'- 3- 9'- 0" 12'- ," 10'- 3" 10'- I" 2"x '" O,06l"x 0,120" $.Lt.6. s' lr- 9- 14'- 0" r 15'- 6~ 13'- 5. 8' 1~'-~" 17:- I 9' 14'- 0" 11'-10" 10' 13"- 9" 11'- 3" II' 13"- ,- 10'- 9- 12' 12.- I 10'- J'" 13' 12'- I" 9'-10" ,,' 11'- a- 9'- 0" 2"" 7"" 0,062"" 0,135- $.U.6. 0' la'- 4" 15';.. 0" 20'- 0- 18'- ," 16'- 9- r lr- 0- 13"-1'" 19'- 0" lr- 0" 15'- 0- 8' 1~'-11" 1.3"- 0- 17'- 9- 15'-11" 14'- 6' 9' 15'- 0- 17:.;" 3" 10'- 9" 15'- 0- 13"- e- 10' "'-10" 11'- I 15'-11" 14'- 3- IS- o- Il' 13"- r 11'- ,. 15'- 2. 13'- 7- 12'- 4- 12' 13"- 0- 10'- r 14'- 0" 13"- 0- 11'-10" 13' 12'- S- 10'- 2" IS-1'- 12'- 0" ,,'- 5" 14' 11'- r 9'-10" 1,3'- 5" 11'- I 10'-1'. 2-" 8"" 0,072-" 0,22'" $.M.8. ___________________ r 21'- 9" 17'- 9- 2,4'- 4- 21'- 9" 19'-11" 8' 10'- ,- 16'- I Z"'- 9" 2"'- 4" 18'- I 9' 19'- 2" 15'- l'l" 21'- S" 19'f- 2- 17'- o. 10' la'- 2" 1,'-liY' 2(/- 4" 18.- 2" 16'- I II' lr-." ,,'- 2" 19'- 5- lr- 4" 15'-10" 12' 16'- 7" 1.3"- I 18'- I 10'- I 15'- 2" 13' 16'- 0" 13"- 0" lr-l0- 16'- 0" ,,'- I ,,' 15'- 5. 12'- r lr- 2" 15'- 5" 14'- 0" 2"", g"" 0,072"" 0,22'" S.I.I,8. ..:r-:=J.-------:T---=-:;.------ 7' 24'-2" 1';1-9 2r-0" 24-2" 22-1 a' 22' - 7" 18" - 0- 25' - 3- 22' - 7" 20' - 8'" 9' 21'-." 17'- 5" 23'-10- 21'- 4" 19'- 0" 10' 20'- 3" \6';" S" 22'- 7" 20'- 3" 18'- 6" II' 19'- 3" 15'- 9" 21'- 0" 19'- 3- lr- I 12' 18'- 5" 15'- I" 20'- 8" \,3'- 5- 10'-10" 13' lr- 9" ,,'- s' 19'-10" lr- 9" 10'- 2" 14' lr- 1" 13'-"" 19'- ,- 17- I" 15'- 7" 2"x g"" 0,072"" 0,310" S.Lt.6. ______________________ r 26'-11" 21'-"" .30'- I" 26'-11" 24'- 7" a' 25'- 2- 20'- 5'" 2a'- 2" 25'- 2" 2~'-I1" 9' 23'- 9" 19':..." 2S'- o' 23'- 9" 21 - a" 10' 2~'- 0" 18'-." 25'- r 2:r- o. 29'- o. II' 21- 5' 1]'- 0" 2.'- 0 21- 5' 19- r 12' 20'- 5- 1S'- 9" 2"-11" 20'- 5" 1~- 9" 13' 19'- 9' 10'- I" ii- l' 19'- 9" 18 - 0" 14' 19'- O. 15'- 5" 2"- 3" 19'- 0" 17'- 4" 8'- I" [.:,~ 0'- 5. 0'- 0" 5' - 8'" 5'- 5" 5'- 2" r- 5" ~'.: f 5'-10" 5'- 0" 5'- 2- 5'- 0" ,'- 9" 19'-"" 18' - 5. 17' - 3- 16'- 3- 15'- 5" 14'- 8'" ,,'- I" IS- 5'" 13'- 0- lr- 9" 16'- o~ 15'- 5" 14' - 6- 13" - 9" 1.3"- 1" 12'- I '7:- I" 11'- 8- 16'- yo 15'- 0- ,,'- ," IS- 3" 12'- 9" 17:- 0" 11'- S" ,,'- 0" 10'- I TABLE ,: t.lAX. ROoF AREA F"OR ALLIMINUI.A CAR?ORT/OPEN 8U1l.DlNC POST F"OR ALLOWABLE ROOf" AREA uS( "~A" _ S x (W/2 + O.H,) EXAUPU;: "$'"- r , VI ~ 12', &c O.H. +~ 7: il-IIJS: "~. '" ~ SF POST TYPE !.lAX AllOWABlE ROOf" AREA IN SQV~ fEET U'A:: + DEAD LOAD WINO LOADS ~ HQT. 0 1oCAX. LOAD IN I 55#/SF t21/SF 100 I.CPH 110 MPH 12O!.!PH S" J-" 0.040" ROlL FOR\AED .. 8' - 0" 7.200 10'- 0" 5.500 12'- 0" 4,700 Sx 3"" 0,060" ROlL F"ORIoCED .. 8' - 6- 7,500 10'- 0" 6,000 12' - 0" 5,200 S'" 3-" 0,060" SCAlLOP€:D . 11'-10- 8.540 ,,'- 0" 7,J.30 IS'- 0" 6,120 S'" 3-" 0.90- ruBE: . 11'-10" 12.960 ,,'- O' 11.070 16'- 0" 9,180 S" 3-" 0,125. ruBE. 13"- J- lJ.5OO 14'- 0" 12.000 16' - 0- 8.000 4"" ,"" 0.125. ruBE. 15'- 9" 23.280 18'- 0" 20.712 20'- 0" 18,430 . ALLOY 606J T-6 .. ALlOY 3105 HIS 1. THE: SMALLER ROOf AREA ty UVE + DEAD LOAD AND WINO LOAD SHAlL GO~RN. TABlE 5: ISOLATED FOOTINGS l.IAXlt.fUIof RQOf AREA IN SF FOR CARPORT POST W/ ISOlATEO FOOTING FOR BElOW USTEO WIND VELOOrf UPLIFT LOADS 100 ",PH 110 Io4PH 12\) ...PH 131 100 85 327 250 213 360 275 235 300 229 196 450 343 2'9' 136 109 95 341 273 236 375 300 235 312 250 216 ~9 375 325 157 133 111 392 3.3.3 278 540 4sa 382 432 ~ .306 360 .305 2S5 236 201 167 sa9 50.3 417 548 554 459 540 ~1 383 810 691 57' 2~ 218 H5 ~3 500 3.3.3 01. 545 36' 844 750 500 575 500 400 423 376 3.35 1.4S5 1.2'94 1,152 970 86..3 768 1.0sa 9" 838 1,16' 1,034 922 FOOTING T'YPE &e SIZE !"OORm CONCRETE I' -O'"X I' -0"'X 1'-0- 29 25 ,'-,"X 1'-4'X 1'-." 85 72 1'-6'"X 1'-0)( 2'-0" \63 136 1'-S'"X 1'-8'"X 2'-0- 187 150 1'-I3'"X 1'-a"'X 2'-6- 275 22'9 7:-0'"X 2.-0"X 7:-0" ~ 283 7:-0)( 2'-6)( 7:-0" 463 386 PR(-CAST SUB w/ SOl SACK-CRETE &c BACl<flU. O'A::R SlAB ,'-,}( 1'-4"';( 2'-.- 117 97 21 51 110 134 196 257 331 50 ~ ALLOWABlE LOADS AND WAX. LOAD ARf.A F"OR ANO-lORS ANCHOOS INTO 't'lOXlO F"OR OPEN BUILDINGS AlLOWABLE LO,f,O / MAX. LOAD AREA ($.f',) 0 120 IoC,P,H, WINO LOAD I Of ANCHOOS 1 2 3 , DlAM€TER ~ Et.lBE:DMENT 1/.- " I" 264#/13 $.f'. 528#/25 $.f'. 792//'58 $.,. 1,05QI/50 $.,. 1/4- " , 1/l" 3961/19 5.f'. 7921/'58 S.f'. 1,18e1/57 S.f'. 1,~//75 5.f', 1/'- " 2 1/2- 6601/31 $.f'. 1,3201/63 S,f'. 1,9$01/94 S.f'. 2,64<i1/126 $.f'. 5/16- " ,- .3121/15 5.,. 0241/.30 S,F. 9~I/45 S,F. f.14e1/59 S.F, 5/16" " 1 1/2" ~81/22 S.f'. 9~I/4!j S.f'. 1,4041/07 S.f', 1,8nl/~ $.f'. 5/16- " 2 1/2" 780//37 $.F. 1,560//7' $.,. 2.34<ll/111 S.F. 3,1201/14e s..f'. 3/8" " I" ~I/17 $.,. 7121/34 $.F, 1,0681/34 5.F. 1,4241/68 $.F. 3/~ " 1 1/l" 534//25 S,f', 1,068//51 S,f'. 1,602//76 S,f'. 2,1381/102 $", 3/8'" x 2 1/2" 8901/42 S,f', 1,78QI/85 S.F. 2,070//167 S.F". 3.5601/109 $.f', ANCHORS INTO Cl:lNCRETE F"OR OPEN 8UILDINGS ALlOWABLE LOAD / t.lAX. LOAD AREA ($.F".) 0 120 lA.P,H. YclNO LOAD I Of' ANQ-iCRS 1 2 3 , OlAMETER AN~" E\A8EOl.4ENT 1/4" " 1 1/2" 7571/36 $.F". 1,5141/39 S,F. 2,17111'ca S,f'. 3,0281/144 $.f'. 3/~ " 1 1/2- 1,0501/50 $.F. 2,1141/~ S.f'. 3.171//151 $.F. 4.228//201 S.f'. 1/2" " 2 1/4" 1,4431/69 $.F. 2,836//137 $.f'. 4,32'9//200 S.F. 5,m'/275 S.f', THROOCH SOl TS POST TO 8EAt.f FOR OP(N BUILDING ALLOWABLE LOAD / ~AX. LOAD AREA (s.f',) 0 120 W.P,H. YclNO LOAD I Of ANO-lORS 1 2 3 DIAMETER ~" (LENCTH - POST THICKNESS + 1/2") 1/'. "t+l/2" 2.356//112 S", 3/8- l( t+l/2- 5.:5001/252 S,f'. 1/2- "t+l/2" 9,426#/44'3 S,F, 4,7121/213 $.F'. :0,5001/505 SF 7.~I/336 S.F', ~ g r3 <OVI ,~-::;: Ji ~ Cl:0 Q:: .....<:!: ~CI: 0 ~a ~ 0. ti; i5~ Q~ ~ % <( P') ~ o~ OVl ~..... ;1:'3 "'~ - u ~ "'0 '" z o~ g:-' 8 ~ ~F .. _~ () ~ ~5~ 8~ ~ ~O> <(0<:5 ()!.JP') 915<<) ~l:.j() ~~4' :5 I-.b o<(~ ~()o cc Z'" z<D"" 0:;)- wo <("'~ =0.0 ~ ~a "'~-iffi~ti;.5 ~ ~ <:50 "'>=o.ts VI~'" CI:~iJ <( '" wzw 0( -() Z o~ o~ ~g~ 0( "'ti; ~~... ~d.... g ~V) "'00 "'~u cc ~~ N..) Q) Q)..J UJ..J o::c( ::>30:: 0) UJ O..J> ..J>O oz.. z-..... UJ> ......9 Z ..J wzO UJUJO) O::UJ 00:: 0)0 0) ~ ~ ~~ m~ ~~ ~~ ~ ~~ ~~ ~~~ I:l\~ ~r-., '..::::J ~........l.O @ I "'~r!. @Cl:oJJ .0><0 r;1\~~~~r- ~z~.(UJ~ ~~~~al wcol-a.'-' ~o:5~~ iJ~o.l:!... ~ OF @ MANUFACl1JRERS PROPRIETARY SUPPLIES l!! ~ Z <O~ ~ -:> :s w 0:0 fX~ ~o: ~ w6 Q.Q. t; i!:~ 4(0 0 ~ i5~ z 50 ~ J z3 8~ ~ ~ ~w ~g w ~ ~i: :!!o ~ ~ ~a~ gi ~ ~O> <08 u~:;l9 ~"? :31~ <-'~I 3....<0 o<(~ ~()o co Zw zOO""o::)- wo <w~ dQ.~ :i. ~a ~~j ~?C~ 5 ~ <-'\nO 0<-, 1= Q.~ iil"'''' O:ziJ <( ~z wzw <OU Z < OJ~ o~~ 0( Vlt; w< ~d () ~iil iE~l3 t;~~ g ~~ Nroi TA8LE I: l.lAXlI.IUI.I SPANS rOR ROYAl.. AlUI.4INUI.l SUP(R PAN PANELS Of 3105 H-28 AlLOY \'fiNO LOADS CAAPOOTS,. SCREEN a: 'v1N'l1. Roo...S. a: O'Tl-iER Q?(N BUIlOING$ O,H. CONOl~ NO o. H. I' O. H. 2' O. H. 3' O. H. 2-1/2"1( 0.022A 100 l.C?H W. L 110 l.lPH W. L. 120 loC?H w, L 2-1/2"1( O,028A 100 IolPH W. L. 110 l.IPH W. L 120 I.CPH w. L 2-1/2"" O.030A 100 Id?H w, L. 110 l.lPH W. L. 120 loC?H w. L 2-1/2"1( O,O~" 100 loC?H W. L 110 l.IPH W. L 120 loC?H w. L All 8UlLDlNC ru:>€S - UVE LOAD OH. CONOI11ON NO 0, H. I' O. H, 2' O. H. YO. H. 2-1/2"1( 0.022- 1.'- 8A 20 I/SF L L 14'-10" 1~'- J- 15'-10" 30 I/SF L L 12'- OA 12' - 2" '2'- 8- lJ'- 5" 2-1/2"" 0,028" 17- 0- 20 I/SF L, L. 16'-10" 17- 4- 17-11" 30 I/SF L. L. IJ'- 9" 13'-". 14'- .. 15'- 0" 2-1/2-1( 0.030" 17- 8A 20 I/SF L L 17- 9A 18'- I" 18'- 8" 30 I/SF L L 1.'- S. 1.'- S" 1.'-11" '5'- r 2-1/2"" O.O~A 19'- 0" 20 I/SF L. L. 19'- ," 19'- 5" 19' -II" 30 I/SF L L. 15'- 6" 15'- 7A 10- OA IS'- 7" I, TOTAl ROOf' PANEL WlO'Tl-i . ~ WlOTl-i PLUS WALL WlOTl-i PLUS OVE.RH~ 2. Tl-iE ~AlLEST VAl..lk: OF TriE \WINO LOAD TABLE: OR TriE UVE LOAD TABLE GOVERNS. 1.'- 9. lS- J" 12'- ," 16"-"" 1~'- 2- 1$-10" 17- 9" 15'-"" 1.'- 6" 19'- I" '7- ,. 15'- 7" 1.'-11" 13'- ." 12'- J" 17- ," IS'- 3" 1.'- O. '7-10" 16'- 0- 1.'- r 19'- 2" 17- 2- 15'- 8" 1~'- ." 13'-10" 12'- 8" 17- S" 1~'- 7" 14'- S" 18'- 2" 16'- ." 15'- 0" 19'- 6" 17- 6" 16'- ,. 1S'-11" 1.'- 6" 13' - 6" TABLE 1: I.lAXII.IUI.I ROOf' SPANS rQR STRUCT.ALI. 8IJIlOlNG S~TOol PROOOCTS Alt.Jl.INUI.I CCMPOSlTE PANElS STANOAAO PANEl W/AlUMINUI.l SHEATriINC Jl05-H14/H-25 AllOY 1.0 I EPS ~ ()(NSITY WINO LOADS SCREtN a: 'v1NYl Roo...S. CAAPOOTS, ANO OTriER Q?(N 8t.JWNGS 3A" 0.019" -NO_O.H.___l'_O.H._--2' _O.H.__3._0.H._ 100 IlCPH W, L 1.'- 7- 1.'- a" IS'- ,. 15'- 9" 110 !6'H W, L. lJ'-." 13'- 5. 13'- II. 1.'- r 120 l.CPH W. L 12'-." 12'- 6- 12'- ,," 13"- 8" 3", 0.024"______ 100 l.CPH 'N. L , 7 - 9" 110 I.lPH W. L 16'- 3- 120 l.CPH W. L 15'- 0" J-" 0,032- 100 lo4PH 'N. L 20' - - r 2Q' - 9. 2" - 0- 21' - 6A 110 l.CPH W. L. 18'- 10" 18'- ,," 19'-." 19'- 10. 120 l.CPH 'N. L '7- s" 17- 6" 17'- 10" 18'- 0" OUO + uve: LOAD & OR/SNOW LOAD (INQUO€S 2//SF DUO LOAD) ALL 8IJlLOiNC TYPES J"" 0.019" 2ZI~ 12'- 0" 12'- 2" 12'- 8" 13'- S" J21/SF 10'- OA 10'- 9- 10'- 9A 11'- 8" 571/SF 7- 6" 7- 9" 8'- 6" 9'- r ~;;J42.. ---~8---1.'- ,0'..---,5'- J~-__w:10'"--- J21/SF 12'- 2" 12'- 4. 12'- 10" 13'- r S71/SF 9'- 1- 9'- 4. 3'- II" 10'- II" }"" 0,032"____ 2ZI/SF 17'- 0- J21/SF ,.'- 2" S71/SF 10'- 9- WlNO LOADS SCRE:EN &: VlN'l1.. ROOMS, CARPORTS, ANO 0Tl-l(R !YEN 8Ul101NGS ."" 0.019. _____NO_O,H.__t'_O.H._____2'_O,H.____3'_O.H._ 100 IAPH W. L. 18'- 0" 18'-'" 18'- 5. 18'- 11" 110 l.4PH W. L. 16'- 5" 16'- 16" 16'- ,," 17- 6" 120 l.IPH W, L. IS'- 2- 15'-." IS'- a. 16'-." ."1( 0,02."_______________________________ 100 l.IPH w. L 20'- ,- 20.- 3" 20'- 6A 21'- OA 110 l.4PH W. L. 18'- 4" 18'- 6" 18'- 9" 19'-." 120 ~PH w. L lr- 0- lr-," 17- 6" 18'- 0" i~ ~~2~:t.~-___y,_C-4..--~sr----2i:::--8..-22':-2"---- 110 l.4PH 'N. L. 19'- 5- 19'- 6" 19'- 10" 20'-." 120 l.IPH 'N. L 18.- OA 18'- I" 18'- 5" 19'- 0" OE:AD + UVE LOAD a: OR/SNOW LOAD (INClUO(S 2 I/SF OE:AD LOAD) All 8tllLOING ~S ."" 0,019"_________________________ 221/SF ,..'- 10- 15'- 0- 15'-." 16'- 0- 321/SF 12'- 3- 12'- 5" 12'- I'. 13'- 8'" S71/SF g'- 2" 9'-~" 10'- 0- 11'- OA ."1( 0.02."_____ 22//SF 16'- r 321/SF 15- 9- 571/SF 10'- ." ."1( 0.OJ2- 221/SF 1,- r 17'- 8" 18'- OA 18'- r 321/SF 14'- r 1.'- 9" 15'- I" 15.- 9. S71/SF 10'- II" 11'- I" 11'- 7" 12'- 5" DEAD + UVE LOAD a: OR/SNOW LOAD (INClUO(S 2 I/SF OEAO LOAD) AlL 8lJllOiNC ~S S"" 0,019"__ ___ 211/SF 17- I" 17- J- 17- r 18"- 2" J21/SF 14'- 2- 1.'- 4" 1.'- 9- 1~'- 5" 571/SF 10'- r 10'- 10- 11'-.. 12'- 2" 6", 0.02." 221/'S' ----,7- -,,---,a:=--o-----,i":-7-~0"--- 321/SF 1.f- 10. 15'- 0" 15'-." 16.- 0- S71/'Sf' 11'- I" 11'- 3- It'- 10" 12'- r 0"" 0,0.32" 211/Sf ---13'"='-8----'~----,gr:-?---- 19' - -r-- 321/SF 15''- 5" 15'- r 15'- II" 16'- 7" 571/SF ,,'- 7- 1"- 9" 12'- 3" 13'- 0- 18' - 3" 16.- 9" IS'- r 18.- 9" 17'- ." 16'- 2" 18'- O. 16'- ." 15'- ," 17'- I'. l6' - ." 15'- 2" 18'- 9" 17- 0" 15'- 8" 20'- 0- 18'- O. 1S'- 8'" 17- 2- 1.'- }" 10'- 10" 17- 6" 1.'- 8" 11'- S" 18'- ,"--- 15'- 5" 12.- .. Q) <1)..J W..J a:c( :J~a: ~..J~ ..J>O OZO Z- w> ,9 Z ..J WzO ww<>> a:w 00: (1)0 (1) TABLE I: I.lAXlI.lIJIof SPANS fOR ROYAl.. AlUl.4INUI.f "v(' PANELS OF Jl05 H-28 AlLOY WINO LOADS C~TS. $CRUN a: V1N"l1.. ROOtolS. 8c OTriER Q?(N 8IJ1LOINGS O.H. CONOI~ NO O. H.. l' O. H. 2' O. H. 3' O. H. O.OJO" W PANELS 100 IolPH W. L 1~'- a" "0 l.IPH W. L 14'- I" 120 IolPH W. L 12"-10- 0,034" W PANELS 100 IolPH W. L 17- S" 110 l.IPH W. L 15'- r 120 IolPH W. L 1.'- 2" AlL 8UllOlNG TYPES - UVE LOAD O,H. CONOl~ NO O. H. I' Q. H, 0Q.30- W PANELS 20 I/SF L L. 15'- r 30 I/SF L L 12'- 9" 0.034" W PANELS 20 I/'Sf' L L. 17-." 17- 5" 30 I/SF L L. 1.'-~. 1.'- J" I. TOTAl.. R~ PANEL WlOTH _ RCQ./ OVERHANG, 2. TriE SMAlLEST VALUE OF Trie:MNO LOAD T,~ OR Trie: UVE LOAD TABU: GOVERNS. 17- 9. 18'- ." 1.'- r 15'- 4. WlOl'H PLUS WAll ...,OTri PlUS 1S'-IO" 1.'- 2- lS- 0" 17- 0" lS'- 8- 1.'- ." IS' - 9" 12'-11" IS'- 2- 1.'- r 1 J" - 5" 17-10. 17'-10" 14' - 9A 2' O. H. 16'- I" 13'- ." 16'-10" 15'- 3" 1.'- 2A 16' - 9" 13'- ,," 10'- 6" 17- I" 1.'- .. 11'- I. 17- 8" 1~'- 0" 11'- II" ~ ~ .... gf~ Ji ~~ ~ <'II.... rrij~ :~ w g~~ @o ~~:'J @I ~,;~ 0: IX) . '" <0 ~~~--r--- 'f'~..;j.... xo:ao OO:I:~ a. d~ .... '" 18'- 5" '6'- ,. 15' - 5" YO. H. 16'- 9" 14'- ," \II1NO LOP-OS ~HN &: VlNYl ROOMS. CARPORTS, AND OTriER !Y(~ 8lJILDiNGS S.I( 0.019" ____--''40_0,H,____I' _O,H. ____-2' _O,H. _______3' _O.H._ 100 l.IPH W. L 20'- 9- 20'- 10" 21'- I" 21'- r 110 MPH 'N. L. 18'- II" 19'- 0" 19'-." 19'- 10. 120 hCPH 'II, L 17.- S" 17'- a" 18'- 0" 18'- 6" 6", 0.024" 100 hCPH W~l.~--21':.-8.;---2;':"-9"----22':"-1:--22.:--6.----- 110 IAPH 'N, L 19'- 9" 19'- ,," 20'- 2" 20'- 8" 120 I.lPH w. L. 18'- 4" 18'- 5. 18'- 9" 19'-)" 6", 0.032" ______________________________________________ 100 hCPH W. L 22'- 7- 22'- 8" 22'- 11" 2J'- 4. 110 IAPH W. L, 20'- r 20'- 8" 21'- 0" 21'- S- 120 hCPH 'II, L 19'- I" 19'- 2" 19'- 0" 20'- 0" ~&J ~ Of